Determine the force P that would produce a tensile force of 25 lb in the cable at E. Neglect the weights of the members. 13 in. 11 in. 40 7 in. 4 in. E

Short report on the theoretical relationship between the buckling load and the slenderness ratio for axially loaded struts and to examine the effect of end fixing conditions on the buckling load.

c. Determine critical load and critical stress for the column/axial member. Justify selection of the formulas for the calculationsInformation provided: i) Boundary/end conditions: In this instance, the column is assumed to be fixed at both ends, simulating conditions where the column is integrally connected to the floor slabs above and below, a common condition in many mechanical design contexts. ii) External axial load: Assuming the column supports a floor with a uniformly distributed load, we've calculated the total axial load on the column to be 453.589 kN. iii) Properties of the column: The cylindrical column is composed of steel, a commonly used material with a known Young's modulus (E) of approximately 200 GPa. The steel has a yield stress of around 250 MPa and ultimate stress near 400 MPa. The diameter (d) of the column is 0.3048 m, providing a cross-sectional area (A) of π*(d/2)² = 0.073 m².

by solving with shearing and bearing stress method my last 2 digites of my ID (54)